References
- FEMA. Hazus-MH 2.1: Technical manual. Multi-hazard loss estimation methodology, earthquake model. c1999.
- European Union Commission. Guidelines for deriving seismic fragility functions of elements at risk: Buildings, lifelines, transportation networks and critical facilities. c2013.
- Architectural Institute of Korea. Korean Building Code 2005. c2005.
- FEMA, B. Prestandard and commentary for the seismic rehabilitation of buildings. Report FEMA-356. Washington, DC. c2000.
- Chun YS, Lee KH, Lee HW, Park YE, Song JK. Seismic Performance of Special Shear Wall Structural System with Effectively Reduced Reinforcement Detail. EESK J. Earthquake Eng. 2013 Jun;25(3):271-281.
- Jeong GH, Lee HS, Hwang KR, Kwon OS, Kim SJ. Seismic Fragility Analysis of High-Rise RC Box-Type Wall Building Structures. EESK J. Earthquake Eng. 2016 Mar;20(3):155-162.
- Jang DH, Song JK, Kang SL, Park CH. Fragility curve evaluation of reinforced concrete shear wall structures according to various nonlinear seismic analysis methods. EESK J. Earthquake Eng. 2011 Aug;15(4):1-12.
- Gogus A, Wallace JW. Seismic safety evaluation of reinforced concrete walls through FEMA P695 methodology. Journal of Structural Engineering. 2015 Oct;141(10):04015002. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001221
- Gogus A. Structural wall systems-nonlinear modeling and collapse assessment of shear walls and slab-column frames. University of California. c2010.
- Rafie Nazari Y. Seismic Fragility Analysis of Reinforced Concrete Shear Wall Buildings in Canada. Université d'Ottawa/University of Ottawa. c2017.
- Koera Institute of Civil Engineering and Building Technology. A Structural planning technique and design/construction manual for improving the structural efficiency of deteriorated apartment house. c2001.
- Ministry of Land. Infrastructure and Transport. Regulations on structural codes, etc. of buildings. c1982.
- Mander JB, Priestley MJ. Theoretical stress-strain model for confined concrete. Journal of Structural Engineering. 1988 Aug; 144(8):1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804)
- Architectural Institute of Korea. Guidelines for Performance-Based Seismic Design of Residential Buildings, Korea Building Code Center. c2017.
- National Institute of Standards and Technology. Recommended modeling parameters andacceptance criteria for nonlinear analysis in support of seismic evaluation, retrofit, and design. NIST GCR 17-917-45, Gaithersburg, MD. c2017.
- Lowes LN, Lehman DE, Baker C. Recommendations for modeling the nonlinear response of slender reinforced concrete walls using PERFORM-3D. In 2016 SEAOC convention. Maui, USA. c2016.
- Pugh JS. Numerical simulation of walls and seismic design recommendations for walled buildings. PhD Thesis. c2013.
- Korea Infrastructure Safety Corporation. Guide lines for seismic performance evaluation for existing buildings. c2019.
- Korean Standards Association. KS D 3504: Steel Bars for Concrete Reinforcement. Korean Standards Association. c2016.
- Earthquake Engineering Society of Korea. A Study to promote seismic reinforcement in structural design practice. c2018.
- Korean Standards Association. KS D 3504: Steel Bars for Concrete Reinforcement. Korean Standards Association. c1988.
- KCI. A Study on the Application of High Strength Reinforcement to Concrete Structures. c2010.
- Thomsen IV JH, Wallace JW. Displacement-based design of slender reinforced concrete structural walls-experimental verification. Journal of structural engineering, 2004;130(4):618-630. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:4(618)
- Lee JM. A study on the characteristics of strong ground motions in southern Korea. KINS/HR-422, Korea Institute of Nuclear Safety. Daejeon, 77. c2002.
- Jo ND, Baag CE. Estimation of spectrum decay parameter k and stochastic prediction of strong ground motions in southeastern Korea. J. Earthq. Eng. Soc. Korea, 2003;7(6):59-70. https://doi.org/10.5000/EESK.2003.7.6.059
- Yun KH, Park DH, Choi WH, Chang CJ, Lee DS. Development of site-specific ground-motion attenuation relations for Nuclear Power Plant sites and study on their characteristics. 2005. In EESK Fall Workshop, p.23-24.
- PEER. Pacific Earthquake Engineering Research Center, University of California Berkeley. Available from: https://ngawest2.berkeley.edu.
- Baker JW, Lee C. An Improved Algorithm for Selecting Ground Motions to Match a Conditional Spectrum, Journal of Earthquake Engineering. 2018;22(4):708-723. https://doi.org/10.1080/13632469.2016.1264334
- Atkinson GM, Boore DM. Earthquake GroundMotion Prediction Equations for Eastern North America. Bull. Seismol. Soc. Am. 2006; 96(6):2181-2205. https://doi.org/10.1785/0120050245
- National Emergency Management Agency. Development of seismic fragility functions for Korean building structures. c2009.
- Applied Technology Council. Seismic Evaluation and Retrofit of Concrete Building, ATC-40, Redwood City, CA. c1996.
- Baker JW. Efficient analytical fragility function fitting using dynamic structural analysis. Earthquake Spectra. 2015;31(1):579-599. https://doi.org/10.1193/021113EQS025M
- American Society of Civil Engineers. Seismic Evaluation and Retrofit of Existing Buildings. ASCE/SEI 41-17. American Society of Civil Engineers. c2017.
- KDS 14 00 00. Design of Concrete Structures. Korea Construction Standards Center. c2019.
- Orakcal K, Wallace JW. Flexural modeling of reinforced concrete walls-experimental verification. ACI Materials Journal. 2006 Sep;103(2):196.
- Wood SL. Shear strength of low-rise reinforced concrete walls. ACI Struct. J. 1990;87(1):99-107.
- Wallace JW. Evaluation of UBC-94 provision for seismic design of RC structural walls. Earthq. Spec. 1996;12(2):327-348. https://doi.org/10.1193/1.1585883
- Tran TA, Motter CJ, Segura C, Wallace JW. strength and deformation capacity of shear wall. WCEE. c2017.
- National Institute of Standards and Technology. Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors. c2010.